GeoSlope International has a nice overview of the general limit equilibrium (GLE) method in their February 2007 newsletter available from their website. I personally always struggle to remember the difference between the various methods of slope stability analysis, such as Bishop’s method, Janbu’s method, GLE, Spencer’s and Morgensten-Price. This article has a couple of nice figures showing how they all relate to each other and what that means for the factor of safety.
Project Related
Study: Port of Alaska Sheet Piles Have Design Flaws
A study by CH2M Hill commissioned by the Municipality of Anchorage found that the partially constructed open-cell sheet pile system is “not adequately designed to meet global stability and seismic displacements based on the design […]
Slope Stability
Slide2 and Slide3 Mapping Functions: The Newest Addition to Generalized Anisotropic
The Generalized Anisotropic strength type in Slide2 and Slide3 is the most flexible way to model anisotropic materials. Everything is in the user’s hands. Anisotropy Definition You can specify the direction of anisotropy either using an angle (dip and […]
Available Resources
Guidelines for Geofoam Applications in Slope Stability Projects
A new publication was released from the TRB’s NCHRP program on Geofoam Applications in Slope Stability Projects. TRB’s National Cooperative Highway Research Program (NCHRP) Research Results Digest 380: Guidelines for Geofoam Applications in Slope Stability […]